摘要
以一座钢管混凝土系杆拱桥的荷载试验为依托,在对该桥进行理论分析的基础上,探讨了该桥与常规拱桥的区别,研究了该桥静动载试验的测试断面、测点布设、吊杆力的测试,并将试验结果和理论计算值进行对比分析。结果表明该桥承载能力满足要求,整体工作性能良好,其研究方法和成果可供相关技术人员参考。
The load test of a tied arch bridge with concrete filled steel tubular is studied in the paper. The difference of tied arch bridge and the conventional arch bridge is discussed on the basis of its theoretical analysis, then the test section, arrangement of the measuring points and the testing of suspender force are investigated, finally, the experiment results are compared with those of theoretical analysis, which show that the bearing capacity of the bridge can meet the service demands, and the bridge is under a good working conditions. The presented method and its achievements can give reference to the engineers.
出处
《广东公路交通》
2010年第1期37-43,共7页
Guangdong Highway Communications
关键词
桥梁
系杆拱
荷载试验
吊杆力
承载能力
Bridge, tie arch bridge, load test, force of suspender, bearing capacity
